National Highways And Infrastructure Development Corporation Limited Tender
View complete overview of Nagaland NHIDCL Tender
Costs
EMD
₹ 3,00,000Document Cost
₹ 11,800Tender Fee
Refer Documents
Summary
Short Term Maintenance Contract Of Nh-29 Kohima-jessami Road Pkg-ii From Design Km 29.600 To Km. 51.500 Total Length 21.900 Km.
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2024_NHIDC_833859_1Tender No
NHIDCL/RO-Kohima/ Proc/R and C/KJ-II/Vol-I/2024-25Tender Authority
National Highways And Infrastructure Development Corporation Limited ViewPurchaser Address
-Website
http://https://nhidcl.com/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
Construction of Subgrade (Construction of subgrade with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300- 2) (Phek)
2060
458
-
Granular Sub-base with Close Graded Material (Table:- 400-1): By Mix in Place Method (Construction of granular sub-base by providing granular material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with frontend loader at OMC, and compacting with vibratory power roller to achieve the desired density, complete as per clause 401) (v) Granular Sub-Base Grading-V Material (Kohima)
225
3410
-
Granular Sub-base with Close Graded Material (Table:- 400-1): By Mix in Place Method (Construction of granular sub-base by providing granular material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with frontend loader at OMC, and compacting with vibratory power roller to achieve the desired density, complete as per clause 401) (v) Granular Sub-Base Grading-V Material (Phek
1245.94
3928
-
Wet Mix Macadam (Plant Mix Method): Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in Mechanical Mix Plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sub base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density B) Laying using Grader (Kohima)
368.35
4334
-
Wet Mix Macadam (Plant Mix Method): Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in Mechanical Mix Plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sub base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density B) Laying using Grader (Phek)
1717.65
4605
-
Land Slide Clearance in soil (Clearance of land slides in soil and ordinary rock by a bulldozer D 80 A-12, 180 HP and disposal of the same on the valley side) (Kohima)
800
71
-
Land Slide Clearance in soil (Clearance of land slides in soil and ordinary rock by a bulldozer D 80 A-12, 180 HP and disposal of the same on the valley side) (Phek)
4200
71
-
Surface Drains in Soil (Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Excavated material to be used in embankment within a lead of 1000 meters (A)Mechanical Means (kohima)
1660
62
-
Surface Drains in Soil (Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Excavated material to be used in embankment within a lead of 1000 meters (A)Mechanical Means (Phek)
2090
62
-
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements